1-2026 Tickville Plan Set Combined 11-4-26.pdf
PDF 11 MB Posted
- Attached to
- EMC 2026 Tickville Channel Improvement
- Solicitation number
- EMC-FY27-10
- Issued by
- Utah County, Utah
About this file
This document is a construction plan set for the Eagle Mountain City 2026 Tickville Channel Improvement Project (Project #009-2026-005) located along Tickville Gulch between Porter's Crossing Parkway and Silver Lake Parkway in Eagle Mountain City, Utah. The project involves installation of low-tech process-based restoration (LTPBR) systems along the channel, including post-assisted log (PAL) structures, anchored log structures (ALS), beaver dam analogs (BDA), Zuni bowls, and new gabions measuring 3'×3'×12' and 4.5'×3'×12'. Additional work includes replacement of existing outlet structures with geoweb (GW30V6) aprons measuring 2 times the pipe diameter in width and 24 feet in length, and seeding of all disturbed areas. The construction plan set comprises 13 sheets containing overall site plans, five sectional site plans, and five detail sheets with construction specifications. Construction is scheduled to begin in November 2026, with gabion and geoweb work to be completed first, and all project work must be completed by May 15, 2027. The plans reference a Design Memorandum and require GPS locations of installed systems to be provided after completion.
The project requires contractors to submit a 5 percent bid bond with bidding documents, certificates of insurance verification with bids, and both 100 percent performance and payment bonds at contract signing. Contractors are solely responsible for obtaining all necessary permits and permit fees, maintaining jobsite safety, protecting existing structures and utilities, field verifying utility locations and invert elevations, and coordinating with Blue Stakes for utility locating. A Storm Water Pollution Prevention Plan (SWPPP) must be submitted for review and approval to manage runoff during construction. The contractor may obtain construction materials such as branches and trimmings from Eagle Mountain City as available and must supply minimum six supports for 2'×3' posters to be displayed at the project site. Coordination with a concurrent Tickville Trail project at Silverlake and Porters Crossing is required. The design firm is JWO Engineering, PLLC, located at 1307 N Locust Lane, Provo, Utah 84604, with primary contact Jared Oldroyd, PE, at 801-828-7805.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-Construction Agreement-Updated 03.2026.pdf | ||
| 2-EMC 2026 Tickville Channel Improvements.pdf |
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Text version
PROJECT VICINITY MAP PROJECT LOCATION MAP
EAGLE MOUNTAIN CITY
2026 TICKVILLE CHANNEL
IMPROVEMENT PROJECT
PROJECT: #009-2026-005
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
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CONSTRUCTION DRAWINGS FOR
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EAGLE MOUNTAIN CITY
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INDEX OF DRAWINGS
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SHEET
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DRAWING TITLE
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DWG NO.
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GENERAL
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TITLE, INDEX OF DRAWINGS, PROJECT LOCATION AND VICINITY MAPS
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GENERAL NOTES, CONTACTS AND ABBREVIATIONS
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CIVIL
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OVERALL SITE PLAN
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SITE PLAN SECTION 1
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SITE PLAN SECTION 2
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SITE PLAN SECTION 3
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SITE PLAN SECTION 4
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SITE PLAN SECTION 5
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DETAILS - PAL/ALS MID-CHANNEL & CHANNEL SPANNING
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DETAILS - PAL RHINO
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DETAILS - PAL/ALS BANK ATTACHED & BANK BLASTER
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DETAILS - BDA
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DETAILS - GABIONS
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PROJECT VICINITY
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EMC WWTP
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LEWIS
PROJECT: #009-2026-005
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
AutoCAD SHX Text @ AT AT AB ANCHOR BOLT ANCHOR BOLT ADD'L ADDITIONAL ADDITIONAL AL ALUMINUM ALUMINUM ALS UNANCHORED ANALOGUES UNANCHORED ANALOGUES APPROX APPROXIMATE APPROXIMATE ASSY ASSEMBLY ASSEMBLY BEG BEGINNING BEGINNING BDA BEAVER DAM ANALOG BEAVER DAM ANALOG BLDG BUILDING BUILDING C CONDUIT CONDUIT CB CATCH BASIN CATCH BASIN CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CL CENTERLINE CENTERLINE CLR CLEAR, CLEARANCE CLEAR, CLEARANCE CO CLEAN OUT BOX CLEAN OUT BOX CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CPLG COUPLING COUPLING CTRD CENTERED CENTERED CTR CENTER CENTER CU FT CUBIC FOOT CUBIC FOOT DEFL DEFLECTION DEFLECTION DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DWG DRAWING DRAWING DWL DOWEL DOWEL E EAST EAST EA EACH EACH EG EXISTING GRADE EXISTING GRADE EL ELEVATION ELEVATION ELB ELBOW ELBOW ELEV ELEVATION ELEVATION EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EP EDGE OF PAVEMENT EDGE OF PAVEMENT EQUIP EQUIPMENT EQUIPMENT EW EACH WAY EACH WAY EXIST EXISTING EXISTING FG FINISH GRADE FINISH GRADE FL FLOW LINE FLOW LINE FLG FLANGE FLANGE FLR FLOOR FLOOR FNSH FINISH FINISH FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING G GAS GAS GA GAGE OR GAUGE GAGE OR GAUGE GALV GALVANIZED GALVANIZED GE GROOVED END GROOVED END GPM GALLONS PER MINUTE GALLONS PER MINUTE GS GAS SERVICE LATERAL GAS SERVICE LATERAL HORIZ HORIZONTAL HORIZONTAL HP HORSE POWER HORSE POWER HSS HIGH STRENGTH STEEL HIGH STRENGTH STEEL IE INVERT ELEVATION INVERT ELEVATION INV INVERT INVERT JT JOINT JOINT LF LINEAR FEET LINEAR FEET LG LONG LONG LT LEFT LEFT LTPBR LOW-TECH PROCESS-BASED LOW-TECH PROCESS-BASED RESTORATION MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MUTCD MANUAL UNIFORM TRAFFIC CONTROL DEVICES MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS N NORTH NORTH NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OPNG OPENING OPENING PALS POST-ASSISTED LOG POST-ASSISTED LOG STRUCTURE PH POTHOLE POTHOLE PI PRESSURE IRRIGATION PRESSURE IRRIGATION PS PUMPED SEWER PUMPED SEWER PT POINT POINT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PW POTABLE WATER POTABLE WATER R RADIUS RADIUS RCP REINFORCED CONCRTE PIPE REINFORCED CONCRTE PIPE RCB REINFORCED BOX CULVERT REINFORCED BOX CULVERT RDCR REDUCER REDUCER REINF REINFORCED, REINFORCING REINFORCED, REINFORCING REQD REQUIRED REQUIRED RT RIGHT RIGHT RW RAW WATER RAW WATER S SOUTH SOUTH SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SIM SIMILAR SIMILAR SLP SLOPE SLOPE SPD SUMP PUMP DISCHARGE SUMP PUMP DISCHARGE SPEC SPECIFICATION (S) SPECIFICATION (S) SQ SQUARE SQUARE SS SANITARY SEWER SANITARY SEWER SST STAINLESS STEEL STAINLESS STEEL STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL STRL STRUCTURAL STRUCTURAL STRUCT STRUCTURE STRUCTURE T&B TOP AND BOTTOM TOP AND BOTTOM TBC TOP BACK CURB TOP BACK CURB TDH TOTAL DEPTH IN HEAD TOTAL DEPTH IN HEAD TEL TELEPHONE TELEPHONE THK THICK OR THICKNESS THICK OR THICKNESS TOA TOP OF ASPHALT TOP OF ASPHALT TOG TOP OF GRATE TOP OF GRATE TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UTBC UNTREATED BASE COURSE UNTREATED BASE COURSE VCP VENT PIPING VENT PIPING W WATER OR WEST WATER OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WV WATER VALVE WATER VALVE WSTP WATERSTOP WATERSTOP WS WATER SERVICE LATERAL WATER SERVICE LATERAL
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ABBREVIATIONS
AutoCAD SHX Text GENERAL NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH EAGLE MOUNTAIN CITY DESIGN STANDARDS AND PUBLIC IMPROVEMENT ALL WORK SHALL BE IN CONFORMANCE WITH EAGLE MOUNTAIN CITY DESIGN STANDARDS AND PUBLIC IMPROVEMENT SPECIFICATIONS. 2. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SAFETY OF THE JOBSITE. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SAFETY OF THE JOBSITE. 3. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS (INCLUDING PERMIT FEES) AND COMPLY WITH THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS (INCLUDING PERMIT FEES) AND COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF ALL GOVERNMENTAL ENTITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL KEEP ALL CONSTRUCTION WORK WITHIN THE EXISTING ROAD RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES, CONTRACTOR SHALL KEEP ALL CONSTRUCTION WORK WITHIN THE EXISTING ROAD RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLES AND EQUIPMENT, MATERIALS, BYPASS OPERATIONS, TRENCH EXCAVATION AND BACKFILL MATERIAL. 5. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, FENCES, CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, FENCES, LANDSCAPING, TREES, CURB AND GUTTER, MAILBOXES, SIDEWALK, AND OTHER IMPROVEMENTS. ANY SUCH IMPROVEMENTS REMOVED OR DAMAGED BY CONTRACTOR'S ACTIVITY SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITION ACCORDING TO THE SPECIFICATIONS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION, AT THE SOLE EXPENSE OF THE CONTRACTOR. 6. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES BEFORE ANY CONSTRUCTION. 7. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE CONSIDERED APPROXIMATE AND FOR GENERAL INFORMATION ONLY. CONTRACTOR IS REQUIRED TO CONTACT BLUE STAKES AND IS RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES IN THE PROJECT AREA, INCLUDING THOSE THAT MAY NOT BE SHOWN OR THAT MAY BE SHOWN INCORRECTLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY UTILITY DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH ANY REQUIRED UTILITY SHUT DOWN TIMES AND DETERMINE THE RELOCATION AND/OR REPLACEMENT REQUIREMENTS OF EXISTING UTILITIES PRIOR TO THE START OF ANY WORK. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS. ANY DISCREPANCIES OBSERVED BY THE CONTRACTOR SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 8. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY ACCESS FOR ALL BUSINESSES AND RESIDENTS IMPACTED BY CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY ACCESS FOR ALL BUSINESSES AND RESIDENTS IMPACTED BY CONSTRUCTION OF THE PROJECT.
AutoCAD SHX Text CONTACTS OWNER EAGLE MOUNTAIN CITY STORMWATER DEPARTMENT VINCE HOGGE 801-789-XXXX ZAC HILTON 801-789-XXXX DESIGN FIRM ENGINEER JWO ENGINEERING, PLLC JARED OLDROYD PE 801-828-7805 OTHER CONTACTS BLUE STAKES 811
AutoCAD SHX Text PROJECT NOTES 1. WORK SHALL INCLUDE INSTALLATION OF ALL LOW TECH PROCESS BASED RESTORATION (LTPBR) SYSTEMS ALONG THE TICKVILLE WORK SHALL INCLUDE INSTALLATION OF ALL LOW TECH PROCESS BASED RESTORATION (LTPBR) SYSTEMS ALONG THE TICKVILLE GULCH AS DEPICTED ON THE PLANS AND DEFINED IN THE DESIGN MEMORANDUM WITH GPS LOCATIONS PROVIDED AFTER INSTALLATION, AS WELL AS INSTALLTION OF NEW GABIONS, REPLACEMENT OF EXISTING OUTFALL STRUCTURES AND SEEDING OF DISTURBED AREAS. 2. DISTURBED AREA FOR THIS PROJECT SHALL BE KEPT TO MINIMUM AND WILL BE SEEDED BY CONTRACTOR PRIOR TO COMPLETION. DISTURBED AREA FOR THIS PROJECT SHALL BE KEPT TO MINIMUM AND WILL BE SEEDED BY CONTRACTOR PRIOR TO COMPLETION. THIS INCLUDES GEOWEB AREAS. SEED MAY BE PROVIDED BY CITY. 3. THE CONTRACTOR MAY OBTAIN CONTRUCTION MATERIAL (BRANCHES AND TRIMMINGS) FROM THE CITY AS AVAILABLE. CONTRACTOR THE CONTRACTOR MAY OBTAIN CONTRUCTION MATERIAL (BRANCHES AND TRIMMINGS) FROM THE CITY AS AVAILABLE. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY SUPPLIED MATERIALS WILL MEET PROJECT NEEDS. 4. CONTRACTOR SHALL SUPPLY A MINIMUM OF 6 SUPPORTS FOR 2'X3' POSTERS TO BE POSTED ALONG THE PROJECT SITE. ACTUAL CONTRACTOR SHALL SUPPLY A MINIMUM OF 6 SUPPORTS FOR 2'X3' POSTERS TO BE POSTED ALONG THE PROJECT SITE. ACTUAL POSTER TO BE DISPLAYED WILL BE PROVIDED TO CONTRACTOR. 5. CONTRACTOR MUST TAKE PRECAUTIONS FOR ANY RUNOFF THAT MAY OCCUR DURING CONSTRUCTION THAT MAY RESULT IN CONTRACTOR MUST TAKE PRECAUTIONS FOR ANY RUNOFF THAT MAY OCCUR DURING CONSTRUCTION THAT MAY RESULT IN ADDITIONAL EROSION DUE TO CONSTRUCTION ACTIVITY. 6. A SECOND PROJECT (TICKVILLE TRAIL AT SILVERLAKE AND PORTERS CROSSING) WILL BE UNDER CONSTRUCTION IN THE SAME A SECOND PROJECT (TICKVILLE TRAIL AT SILVERLAKE AND PORTERS CROSSING) WILL BE UNDER CONSTRUCTION IN THE SAME VICINITY OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS. 7. CONSTRUCTION SHALL BEGIN IN NOVEMBER, 2026. GABION AND GEOWEB WORK SHOULD BE COMPLETED FIRST. ALL WORK FOR CONSTRUCTION SHALL BEGIN IN NOVEMBER, 2026. GABION AND GEOWEB WORK SHOULD BE COMPLETED FIRST. ALL WORK FOR THE PROJECT MUST BE COMPLETED BY MAY 15, 2027. 8. CONTRACTOR MAY SUBMIT REVISED PLANS FOR APPROVAL TO USE GEOWEB FILLED WITH CONCRETE IN PLACE OF GABIONS. CONTRACTOR MAY SUBMIT REVISED PLANS FOR APPROVAL TO USE GEOWEB FILLED WITH CONCRETE IN PLACE OF GABIONS. 9. GABIONS SHALL BE 3'X3'X12' AND 4.5'X3'X12' AS DEPICTED ON PLANS. GABIONS SHALL BE 3'X3'X12' AND 4.5'X3'X12' AS DEPICTED ON PLANS. 10. GEOCELL SHALL BE GEOWEB GW30V6. LOCAL DISTRIBUTOR (PRESTO GEOSYSTEMS) ARE AVAILABLE FOR ON-SITE CONSTRUCTION GEOCELL SHALL BE GEOWEB GW30V6. LOCAL DISTRIBUTOR (PRESTO GEOSYSTEMS) ARE AVAILABLE FOR ON-SITE CONSTRUCTION ASSISTANCE. CONTRACTOR SHALL COORDINATE DIRECTLY WITH THEM FOR CONSTRUCTION SCHEDULE AND ASSISTANCE AND FOLLOW PRODUCT SPECIFIC INSTALLATION PROCEDURES. 11. WHERE CONCRETE MATERIALS ARE USED, THEY SHALL BE COVERED WITH 6" MIN COVER OF NATIVE MATERIAL. WHERE CONCRETE MATERIALS ARE USED, THEY SHALL BE COVERED WITH 6" MIN COVER OF NATIVE MATERIAL. 12. CONTRACTOR SHALL SUBMIT A SWPPP (STORM WATER POLLUTION PREVENTION PLAN) FOR REVIEW AND APPROVAL TO MANAGE CONTRACTOR SHALL SUBMIT A SWPPP (STORM WATER POLLUTION PREVENTION PLAN) FOR REVIEW AND APPROVAL TO MANAGE RUNOFF AND PREVENT POLLUTION DURING CONSTRUCTION.
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LEWIS
PROJECT: #009-2026-005
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
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# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
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# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
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R O
A D
BRIDLEWAY ROAD
SCALE: 1" = 150'
150 3007537.50
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NO. 375350
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JACQELYN
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LEWIS
AutoCAD SHX Text C02
AutoCAD SHX Text
AutoCAD SHX Text
SECTION 2 SITE PLAN
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
S
IL
V E R
C R
E E K
W A Y
SILVER CREEK WAY
SCALE: 1" = 100'
100 20050250
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NO. 375350
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JACQELYN
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AutoCAD SHX Text
LEWIS
AutoCAD SHX Text C03
AutoCAD SHX Text
AutoCAD SHX Text
SECTION 3 SITE PLAN
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
H A R
VE
S T C R O P D
R
IV
E
ADDISON AVE
SILVER RIDGE RD
SCALE: 1" = 100'
100 20050250
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NO. 375350
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JACQELYN
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AutoCAD SHX Text A
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AutoCAD SHX Text
LEWIS
AutoCAD SHX Text C04
AutoCAD SHX Text
AutoCAD SHX Text
SECTION 4 SITE PLAN
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
S
IL
V E R S
P R
IN
G W
A Y
4 CAMPBELL CIR
SILVER RIDGE RD
S
IL
V E R
L A K
E P
A R
K W
A Y
SCALE: 1" = 100'
100 20050250
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NO. 375350
AutoCAD SHX Text
JACQELYN
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AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
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AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
LEWIS
AutoCAD SHX Text C05
AutoCAD SHX Text
AutoCAD SHX Text
SECTION 5 SITE PLAN
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
PAL/ALS MID-CHANNELPAL/ALS CHANNEL-SPANNING
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
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AutoCAD SHX Text
NO. 375350
AutoCAD SHX Text
JACQELYN
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AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
LEWIS
AutoCAD SHX Text D01
AutoCAD SHX Text
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
AutoCAD SHX Text
OUTLET STRUCTURE REPLACEMENT
AutoCAD SHX Text A
B
PAL RHINO BPAL RHINO A
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
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AutoCAD SHX Text
NO. 375350
AutoCAD SHX Text
JACQELYN
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
LEWIS
AutoCAD SHX Text D02
AutoCAD SHX Text
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
AutoCAD SHX Text
OUTLET STRUCTURE REPLACEMENT
AutoCAD SHX Text C
D
NAPAL/ALS BANK ATTACHED/BANK BLASTER
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
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AutoCAD SHX Text I
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AutoCAD SHX Text
NO. 375350
AutoCAD SHX Text
JACQELYN
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
LEWIS
AutoCAD SHX Text D03
AutoCAD SHX Text
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
AutoCAD SHX Text
OUTLET STRUCTURE REPLACEMENT
E
BDA BBDA A
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
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AutoCAD SHX Text A
AutoCAD SHX Text L
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AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
NO. 375350
AutoCAD SHX Text
JACQELYN
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
LEWIS
AutoCAD SHX Text D04
AutoCAD SHX Text
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
AutoCAD SHX Text
OUTLET STRUCTURE REPLACEMENT
AutoCAD SHX Text F
G
GABIONS
DATE: 11/2026
VERIFY SCALE: BAR IS 1"
IN ORIGINAL DRAWING
DRAWING
SHEET OF 13
REVISION BLOCK
# DATE DESCRIPTION
801-828-7805
1307 N LOCUST LANE
PROVO UT 84604
DRAWN BY: JPL
CHECKED BY: JWO
EAGLE MOUNTAIN CITY
2026 TICKVILLE
CHANNEL
IMPROVEMENT PROJECT
CONSTRUCTION NOTES
1. SEE DETAILS FOR STRUCTURES (TYP).
2. REPLACE OUTLET STRUCTURE AND PLACE MIN
APRON OF GEOWEB GW30V6 THAT IS 2X PIPE
DIAMETER WIDE AND 24' LONG. GEOWEB SHALL BE
FILLED AND COMPACTED WITH NATIVE MATERIAL.
AutoCAD SHX Text
NTS
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
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AutoCAD SHX Text I
AutoCAD SHX Text O
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AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
NO. 375350
AutoCAD SHX Text
JACQELYN
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text
LEWIS
AutoCAD SHX Text D05
AutoCAD SHX Text
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
ALS BANK ATTACHED
AutoCAD SHX Text
ALS BANK BLASTER
AutoCAD SHX Text
ALS CHANNEL SPANNING
AutoCAD SHX Text
BDA
AutoCAD SHX Text
HEADCUT TREATMENT
AutoCAD SHX Text
PALS BANK ATTACHED
AutoCAD SHX Text
PALS BANK BLASTER
AutoCAD SHX Text
PALS CHANNEL SPANNING
AutoCAD SHX Text
PALS RHINO
AutoCAD SHX Text
ZUNI BOWL
AutoCAD SHX Text
GABION
AutoCAD SHX Text
OUTLET STRUCTURE REPLACEMENT
H
| EMC_2026 TICKVILLE_COVER-Layout1.pdf |
| Sheets and Views |
| Layout1 |
| 2026 Tickville Combined 11-4-26 comp.pdf |
| EMC_2026 TICKVILLE_NOTES-NOTES.pdf |
| Sheets and Views |
| NOTES |
| 2026 Tickville BASE-overall site plan c00.pdf |
| Sheets and Views |
| overall site plan c00 |
| 2026 Tickville BASE-SECTION 1 site plan C01.pdf |
| Sheets and Views |
| SECTION 1 site plan C01 |
| 2026 Tickville BASE-SECTION 2 site plan C02.pdf |
| Sheets and Views |
| SECTION 2 site plan C02 |
| 2026 Tickville BASE-SECTION 3 site plan C03.pdf |
| Sheets and Views |
| SECTION 3 site plan C03 |
| 2026 Tickville BASE-SECTION 4 site plan C04.pdf |
| Sheets and Views |
| SECTION 4 site plan C04 |
| 2026 Tickville BASE-SECTION 5 site plan C05.pdf |
| Sheets and Views |
| SECTION 5 site plan C05 |
| 2026 Tickville BASE-Details D01.pdf |
| Sheets and Views |
| Details D01 |
| 2026 Tickville BASE-Details D02.pdf |
| Sheets and Views |
| Details D02 |
| 2026 Tickville BASE-Details D03.pdf |
| Sheets and Views |
| Details D03 |
| 2026 Tickville BASE-Details D04.pdf |
| Sheets and Views |
| Details D04 |
| 2026 Tickville BASE-Details D05.pdf |
| Sheets and Views |
| Details D05 |
File details come from the government source that posted it. Updated .